The URL can be used to link to this page

Home My WebLink AboutL-201 Site Features Plan - South Site////////////// w weetwee e wwee e e e eeeg t t t t tttttteg g g e e e gg g g g g ggggggttttttttttttttttttt t t tww w et tttte e e e t t t t t ttttttte/ t ttt teee e e eeeee eefo/1-sty brick strip mall 16,028 SqFt t inv(w):853.55 inv:852.60 exist curb inlet tr:857.00 inv(w):855.02 12" rcp inv:852.27 exist curb inlet tr:857.14 inv(w):852.53 inv(e):852.5712" rcp exist drainage inlet tr:858.77 inv(w):853.27 inv(ne):855.82 inv(e):853.3212" rcp inv:852.56 exist curb inlet tr:858.28 inv(w):853.20 inv(se):853.22 15" rcp exist drainage inlet tr:859.66 inv(nw):854.56 inv(s):854.56 1 5 " r c p inv:854.45 exist drainage inlet tr:858.54 inv(se):855.86 inv(n):856.12 15 " r c p direction only 10" pvcexist sanitary mh tr:857.88 inv(n):851.47 inv(s):851.53 inv(sw):851.998" pvcexist sanitary mh tr:859.31 inv(n):852.51 inv(s):852.61 8" pvcexist sanitary mh tr:862.30 inv(n):853.40 inv(sw):853.508" pvcdirection only 8" pv c direction only capped exist curb inlet tr:857.61 inv(s):854.59 inv(n):854.37 12" rcpexist curb inlet tr:856.80 inv(s):853.88 inv(n):853.70 inv(e):852.85 15" rcpdirection only12" rcp direction only 8" cppexist drainage inlet tr:858.54 inv(w):854.14 inv(e):854.34 12" rcp inv:854.44 w/ces 12" rcp from bldg exist curb inlet tr:858.71 inv(w):855.96 inv(e):855.96 10" pvc exist curb inlet tr:858.21 inv(w):855.16 inv(e):855.16 12" rcp inv:854.49 w/ces12" rcp FFE:861.89 FFE:861.91 FFE:860.66 FFE:860.66 FFE:861.72 exist curb inlet tr:861.81 inv(n):856.11 inv(e):856.1115" rcpexist drainage inlet tr:861.06 inv(w):857.36 inv(e):857.36 12" rcp exist curb inlet tr:861.01 inv(w):858.61 12" rcp exist curb inlet tr:858.99 inv(e):856.39 exist curb inlet tr:858.49 inv(w):854.99 inv(ne):854.99 12" rcp inv:854.33 12" rc p exist drainage inlet tr:860.86 inv(w):857.66 inv:856.83 with conc end section 12" r c p exist curb inlet tr:860.28 inv(e):856.58 exist curb inlet tr:860.39 inv(w):857.19 inv(e):857.19 12" rcp 12" rcp exist sanitary mh tr:862.81 inv(n):855.41 inv(s):856.01 exist grease mh tr:861.30 6" pvc direction only8" pvcexist sanitary mh tr:863.16 inv(w):854.36 inv(ne):854.26 8" pvc exist sanitary mh tr:862.42 inv(sw):853.92 inv(w):855.72 inv(ne):853.828" pvcexist clean out tr:862.04 8" p v c 8" pv c building height:25.5'199.9'80.1'200.1'80.2'34.2'1.9'2.2'6.1'17.1'8.6'9.7'75.7'10.3'94.0'10.3'12.1'10.3'8.6'18.1'4.1'35.4'207.3' building height:25.4' FFE:861.91 19.6'1.8'31.9'7.6'23.3'88.1'3.8'19.2'62.3'55.7'8.7'57.1'inv:859.49 12" rcp10.8'17.6'9.6'101.7'49.1'N90°00'00"E - 284.09'N00°00'00"EN90°00'00"E 27.99'N00°00'00"E - 245.29'N00°03'57"W - 1186.40'S00°07'31"E - 695.72'46.53'S88°46'31"W - 226.41' KRG Hamilton Crossing, LLC Inst. No. 2004-59877 KRG Hamilton Crossing, LLC Inst. No. 2004-59877 North Meridian Carmel Hotel, L.P. Inst. No. 2004-27998 Utility EasementBk 269, Pg 267Utility Easement Inst. No. 99-29602 Utility Easement Inst. No. 99-72494 Lease AccessRoad EasementInst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Parking Easement Area "A"Inst. No. 2001-5902Parking Easement Area "B"Inst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Drainage Easement Inst. No. 2001-5902 Utility Easement Inst. No. 99-72494 Utility EasementInst. No. 99-72494 & Inst. No.99-29602Drainage Easement Inst. No. 2001-5902 45' Half R/W 14. 8 '110.6'87.3' Southern Boundary of 110 Acre Parcel described in the Real Estate Covenant recorded in Misc. Rec. 166, Page 545 Access Drive Inst. No. 2001-5902 Inst. No. 2004-27997 Access DriveInst. No. 2001-5902Inst. No. 2004-27997Utility EasementBk 271, Pg 383Drainage EasementInst. No. 2007070119Sign subject to "Consent to Encroach" Inst. No. 2014-49087 PENNSYLVANIA AVEwwwwwDN A A B B C C D D E E F F G G 1 1 2 2 3 3 A.2 A.2 4 4 5 5 6 6 1.2 1.2 B.1 B.1 B.9 B.9 7 7 8 8 A.1 A.1 Trans. 8' x9' Generator 10' x 32' x 2' pad Trans. 8' x9'XXXXXXX X X X X X X X X XXXPRECAST ARCHITECTURAL CONCRETE CODE DESCRIPTION DETAIL 03-45-WL ARCHITECTURAL CONCRETE, WALL, ADDRESS WALL RIGID PAVING CODE DESCRIPTION DETAIL 32-13-AF CONCRETE CURB, RIBBON, 6" WIDTH 32-13-GA CONCRETE PAVING, STANDARD, LIGHT DUTY D2/L-702 PLANTS CODE DESCRIPTION DETAIL 32-93-CA MINERAL MULCH REFERENCE NOTES SCHEDULE Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 02000.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn NOT FOR CONSTRUCTION FOR REFERENCE ONLY 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 15'30'60' A1 L-201 SITE FEATURES PLAN - SOUTH SITE SITE FEATURES PLAN - SOUTH SITE 1.DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2.WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3.COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR PROPOSED SITE LIGHTING AND POWER DISTRIBUTION EQUIPMENT. REFER TO CIVIL DRAWINGS FOR ALL OTHER PROPOSED UTILITIES. 4.REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5.REFER TO FOR CONCRETE PAVING JOINT DETAILS. 5.1.'IJ' DENOTES ISOLATION JOINT. 5.2.'CJ-A' DENOTES CONTRACTION JOINT 'A'. 5.3.'CJ-B' DENOTES CONTRACTION JOINT 'B'. 5.4.'CJ-C' DENOTES CONTRACTION JOINT 'C'. 6.ALL CONCRETE PAVING JOINTS SHALL BE CONTRACTION JOINT ['A'] ['B'] ['C'] UNLESS INDICATED OTHERWISE. 7.[REFER TO CIVIL DRAWINGS FOR ALL PAVING IN THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE INDICATED IN THE LANDSCAPE DRAWINGS.] 8.CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ) 9.THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. GENERAL NOTES | SITE FEATURES PLANS: A1 L-702 A1 L-706 A1 L-621 MATCHLINE - FUTURE PHASES EXISTING HOTEL F.F.E. = 862.40 FUTURE PARKING GARAGE F.F.E. = 862.00 PROPOSED TRAINING CENTER F.F.E. = 862.40 PROPOSED HEADQUARTERS BUILDING F.F.E. = TBD PROPOSED HOTEL EXPANSION F.F.E. = 862.40 A1 L-623 A1 L-622 A1 L-624 A1 L-628 A1 L-629 A1 L-626 A1 L-62703-45-WL 32-13-AF 32-13-AF 32-13-AF 32-93-CA 32-93-CA 32-93-CA FUTURE STREETSCAPE (WALKS, TREES, STREETLIGHTS, ETC.) FROST PROOF STOOP COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-201 1 100% DESIGN DEVELOPMENT 10/01/21 2 SHELL AND CORE PERMIT SET 10/15/21